Periodical services to certain bldgs, EM installation, wall, gates and certain repairs to fencing, gates, wall, hardstanding, drain, footpath and connected miscellaneous works and cleaning of sewage line, septic tanks, manhole at Mil Stn Suranussi

Amount

Taking down cement plaster on brick walls of any description or stone wall incl. raking out joints, hacking for key scrubbing down with water etc removing the rubbish off the premises complete all as specified.

M&L for rendering 15mm thick in CM (1:4) on brick or concrete surfaces, finished even and smooth without using extra cement in patches etc complete all as specified.

M&L for preparation of new plastered surfaces of any description not otherwise described and applying two coats of cement base paint over a coat of chalk whiting primer on walls including prepration and cleaning the new surface etc complete all as specified.

M&L for preparation of old decorated brick/concrete plastered or unplastered surfaces of walls incl pillars, cornices etc booming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts, trading oil, graeacy spots etc and applying one coat of white (lime) wash complete all as specified.

All as per item No 4 here-in-before but applying one coat of lime white wash on ceiling surfaces.

M&L for preparation of old decorated brick/concrete plastered or unplastered surfaces of walls incl pillars, cornices etc booming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts, trading oil, graeacy spots etc and applying one coat of white (lime) wash complete all as specified. (upto 9.00mtr height)

All as per item No 6 here-in-before but applying one coat of lime white wash on ceiling surfaces. (upto 9.00mtr height)

M&L for preparation of old decorated brick/concrete plastered or unplastered surfaces of walls/roof incl pillars, cornices etc booming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts, trading oil, graeacy spots etc and applying one coat of cement base paint (simple/camouglage pattern) complete all as specified and directed.

M&L for preparation of old decorated brick/concrete plastered or unplastered surfaces of walls incl pillars, cornices etc booming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts, trading oil, graeacy spots etc and applying one coats of oil emulsion distemper etc complete all as specified and as directed.

M&L for preparation of old decorated brick/concrete plastered or unplastered surfaces of walls incl pillars, cornices etc booming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts, trading oil, graeacy spots etc and applying two coat of oil bound distemper over and including a coat of 3mm thick layer of putty (Birla white/JK) complete all as specified and directed.

M&L for preparation of old decorated brick/concrete plastered or unplastered surfaces of walls incl pillars, cornices etc booming down with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts, trading oil, graeacy spots etc incl removal of existing treatment and applying a coat of exterior emulsion paint (APPEX) on wall external surface over one coat of primer complete all as specified.

M&L for preparation of old painted steel surfaces of any description over 10 cms width or girth and applying one coat of synthetic enamel paint on steel surfaces in simple/camouflaging pattern complete all as directed.

All as per item No 12 above but area n. exc. 10 cm width on girth.

M&L for preparation of old painted wooden surfaces of any description over 10 cms width or girth and applying one coat of synthetic enamel paint etc complete all as specified.

M&L for writing letter of figures (block, Roman,ltalic, or Indian) n. exe 30 cm high (not in index hands/natural size) on building/ notice boards, including prepration and cleaning etc complete all as specified.

M& L for repair to chajja, facias,balconeis, roof/parapet projections with 15mm thick in cement plaster mortar 1:3 at any height of building including necessary arrangment like scaffolding and safty precautions etc complete all as specified and directed. (Note : Contractor shall be responsible for any accident, mishap, damage to life and material and insurance of workmen etc)

Dismantling of mild steel plain or corrugated sheets in roof covering completed specified and directed by engr-in-charge complete all as specified and as directed.

S&F 0.63mm thick Galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with L or J type cranked hook bolts and washers, in roofs, walls etc. with grade of zinc coating complete all as specified and as directed.

Fixing only in repairs 0.63mm thick Galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with L or J type cranked hook bolts and washers, in roofs, walls etc. with grade of zinc coating complete all as specified and as directed

Demolition of brick work built in cement mortar including all quoins, arches, pillars etc but including ashlar facings dressed stone work and pre cast concrete articles complete all as specified and as directed by the Engineer-in-Charge.

M&L for brick work sub class 'B' bricks laid flat bedded and jointed in CM (1:6) and pointed in CM (1:3) complete all as specified and as directed by the Engineer-in-Charge. (Note : Thickness side of brick shall be laid perpendicular to GL)

All as per item No 21 above but laid on edges complete all as specified and as directed by the Engineer-in-Charge.

M&L continuous brick edging with width equal to the depth of the brick, laid dry, on edge With burnt clay old size bricks sub class 'B' bricks complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for plain cement concrete (1:3:6), type C-2 using 40mm graded crushed stone aggregate, as in surface channel complete all as specified and directed by the Engineer-in-Charge.

Material & Labour for extra over forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms mould mitred / stopped ends etc complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for brick work built in cement mortar (1: 6) with sub class ‘B’ bricks, straight or curved on plan exc 6 m mean radius, using old size bricks complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete in ground floor and paving not exceeding 15 cm in thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.

Material and labour 75mm thick for plain cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, sub floors and filling complete all as specified and directed by the Engineer-in-Charge.

Material & Labour for 30mm thick sand filling / bed for interlocking tiles complete all as specified and directed by the Engineer-In-Charge.

Material and labour Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigments as in floors, paths etc complete all as specified and directed by the Engineer-in-Charge.

Material and labour for 20cmx20cm & 25mm thick coloured chequred cement concrete tiles with grey cement and pigment, set, jointed and pointed neat cement slurry in floors , paths and aprons etc laid over and including 15mm thick cement screed or bedding layer in cement mortra (1:6) complete all as specified and directed by the Engineer-in-Charge.

Matarial and labour for cement concrete(1:2:4), type B-1 (using 20mm graded crushed stone aggregate) as in coping, benching like works complete all as specified & directed by the Engineer in Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by the Engineer-in-Charge.

Dismantling of galvanised mild steel barbed wire of any description from fencing post (RCC/ Steel) complete all as specified and as directed by Engineer-in-Charge.

Supply and fix in repairs galvanised 2 strand steel barbed wire 2.24 mm dia , barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staple or steel pins etc complete all as specified and directed by Engr-in-Charge. (Each line wire to be measured)

All as per Item No 35 here-in-before but restraining re-securing including making good staples etc. complete all as specified and directed by Engr-in-Charge. (Each line wire to be measured)

Supply and fix mild steel works as in posts and struts in fencing including cutting tops to shape as directed , drilling holes, notching for wire etc flat iron fillets (for securing wire mesh etc) including all necessary drilling bolting or reveting etc hand rails, half round or other stock section or core for wooden hand rail straight portion, drilled and countersunk for balusters running bar, for doors, balusters, nosing to steps including embedding in concrete and screwing etc wind tiles for roof including securing bolts, and similar work conforming to Fe-290 Gde E 165 complete all as specified and as directed by Engineer-in-Charge.

Material and labour for preparation of new steel surfaces of any description not otherwise described over 10 cm in width or girth and applying two coats of synthetic enamel paint over a one coat of red oxide complete all as specified and as directed by Engineer-in-Charge.

Dismantling of post or sturts (wood, steel or RCC) any section including taking out embedded portion and making good disturbed ground, brick work, masonary work etc complete all as specified and directed by the Engineer -in- charge.

Matarial and labour for precast cement concrete(1:2:4), type B-1 using 20mm graded crushed stone aggregate as in cover slab, fencing post landings, chullah hoods, chajjas, water trough, mangers, shelves and similar articles with plain faces including form work and moulds etc complete all as specified & directed by the Engineer in Charge.

Material and labour for 10 mm dia and over mild steel TMT bars as in reinforcement, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia. complete all as specified and as directed by Engineer-in-Charge.

All as per item No 41 above but round bars 10mm dia Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde -E-165)

All as per item No 41 above but 6 to 8 mm dia as in stirrups complete all as specified and as directed complete all as specified and as directed by the Engineer-in-Charge.

M&L for Plain Cement concrete 1:3:6 type C-2 (using 40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in Charge.

M&L forProviding reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed complete all as specified and directed by Engineer-in Charge.

All as per item No 45 above but sectional area exc 100 and n exc 250 sq. cm complete all as specified and directed by Engineer-in Charge.

All as per item No 45 above but sectional area exc 250 and n exc 400 sq. cm complete all as specified and directed by Engineer-in Charge.

M&L Formwork to sides of pillars, posts, struts, piers, columns and stanchions, square and rectangular complete all as specified and as directed.

M&L for providing precast cement concrete louvres and jallies, 25mm thick (measured solid), type B-0(1:2:4) using 12.5mm graded aggregate including all mould- ings but excluding frame set in cement mortar 1:4 complete all as specified and directed by Engr-In-Charge

Demolition of cement concrete (un-reinforced) in floors/paving, mass concrete (below or above ground level) not exc 15 cm thick complete all as specified and directed by Engineer-in-Charge.

Demolition of RCC slab, drain cover landing chajjas and similar suspended work complete all as specified and directed by Engineer-in-Charge.

Demolition and breaking up 150mm bore drain pipes (salt glazed ware or AC pipe set) in cement mortar and taking out from trenches complete all as specified and directed by Engineer-in-Charge.

Returning filling in trenches including spreading leveling watering and well ramming in layers each not exc 25cm complete all as specified and directed by Engineer-in-Charge.

Removal of surplus soil to a distance n.exc 50m away and depositing where directed at a level n.exc 1.50 m above the starting point complete all as specified and directed by Engineer-in-Charge.

Material and labour for cutting into existing manholes for connecting new drains, of any dia making good to pipe and rendering , cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in cement concrete (1:2:4) type B1 (using 20mm graded crushed stone aggregates) finished smooth and reforming benching as required for 150 mm dia SGSW pipe complete all as specified and directed by Engineer-in-Charge.

Material and labour for clearing blockage of WC or EWC by opening inspection door bend and using Roding / pressure technique to clear blockage and removing the garbage out of the cantonment area without creating any nuisance and make the site neat & tidy to the entire satisfaction of the Engineer in Charge.

Material and labour for clearing blockage of Gully/floor traps to first man hole by Roding/pressure to clear blockage and removing the garbage out of the cantonment area without creating any nuisance and make the site neat & tidy to the entire satisfaction of the Engineer in Charge.

Material and labour for clearing blockage of floor trap, sewage line between two manholes by pressure pumping / Roding and removing the garbage out of the cantonment area make the site neat & tidy to the entire satisfaction of the Engineer in Charge.

Material and labour for pumping out liquid or semi liquid sludge from sewage wells or septic tanks of any size or any depth mechanically and an open trench shall be made for disposal/ evaporation of liquid sludge. After use the whole area shall be covered with bleaching powder and covered with soil about 15cm thick complete all as directed. by the Engineer in Charge. Note: During the cleaning of sewage wells, the alertnate arrangements shall be made by contractor by temporary pumping for clearing sewage disposal.

Material and labour for cleaning sewage lines dia 150mm or 200mm or 300mm as in main central sewage system irrespective of there depth by Roding and other mechanical methods and make it functional by removing & taken out sludge & also disposs off sludge out side MD land (Length of line shall be measured from manhole to manhole) complete all as specified and directed. Depth not exc 1.50m starting from GL.

Material and labour for cleaning of existing septic tank and sewage/ soakage well (by closing the existing sewage system at last man hole and providing temporary Katcha drain for flow of sewage water), removing man hole cover and dewatering the liquid waste by mechanical pumping, removing the solid sludge mechanically up to the bottom of septic tanks and sewage / soakage well of any size incl depositing the solid sludge in the pit providing by digging in near by septic tank of appropriate size, Covering the pit with bleaching powder and then by natural earth about 15cm thick obtained from excavation after filling the solid sludge and making the good completely hygienic, Opening the man hole after cleaning and relaying the man hole cover complete work to be executed to the entire satisfaction of Engineer in charge and as directed at site.

Excavating in trenches in soft / loose soil not exceeding 1.5 metre wide and not exceeding 1.5 metre deep for foundation, laying of pipes on concrete bed including forming the bottom surface to required level etc., and for manholes not exceeding 10 Sq.m area on plan and for similar works and getting out complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for cement concrete (1:5:10) type E-2 using 40 mm graded stone aggregate as in filling and mass concrete complete all as specified and as directed by Engineer-in-charge.

Material and labour for brick work built in cement mortar (1:4 ) using sub class B bricks (old size) straight or curved in plan exc 6.00 m mean radius complete all as specified and as directed by Engineer-in-charge.

Material and labour for rendering 15mm thick cement plaster in cement mortar (1:6) on any face of walls with and including mixed with water proofing compound as per manufacturer's instructions (if not instructed then wpc @3% by weight of cement) on brick or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. (Water proofing compound shall be measured and paid separately as supply only)

Supply only integral water proofing compound complete all as specified and directed.

Material and labour for cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregates) as in drains, coping, benching, water troughs, including weathering , slightly rounded or chamfered, and throating including form work complete all as specified and as directed by Engineer-in-charge.

Material and labour concrete bed to 150mm dia drain pipes in cement concrete (1 : 4 : 8) type D-2 using 40mm graded crushed stone aggregate including packing under, and haunching against the sides of pipe after they are laid and tested complete all as specified and directed by Engineer-in-Charge.

Material and labour for 150mm bore internal dia salt glazed stone ware pipe grade ‘A’ conforming to IS laid in trenches, on concrete bed to required slope, jointed and tested complete all as specified and directed by Engineer-in-Charge.(Excavation, earth work and concrete bed shall be measured and paid for separately under appropriate items of Sch 'A')

Material and labour for extra forming, fair, finished, drain or channel, 30cm inner girth in cement concrete using extra cement complete all as specified and directed by Engineer-in-Charge.

Supply and fix 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches complete all as specified and directed by Engineer-in-Charge.

All as per item ser No 71 above but fixed to walls etc all as specified.

S&F in repair PVC SWR pipe 75mm dia laid in trenches, single socketed in any length with rubber ring joints fixed to walls etc all as specified

All as per item ser No 73 above but fixed to walls etc all as specified.

S&F in repair 75mm size PVC (SWR) floor trap plain with grating including to jointing with waste pipe with adhessive etc all as specified.

S&F in repairs 110mm dia PVC branch pieces single equal or un euqal.

S&F in repairs 75mm dia PVC branch pieces single equal or un euqal.

S&F in repairs 75mm dia PVC branch pieces double equal or un euqal.

S&F in repairs 110 mm dia PVC SWR type bends any radius complete all as specified.

S&F in repairs 75 mm dia PVC SWR type bends any radius complete all as specified.

S&F in repairs stack clamp made out of 25x4mm Flat iron for 110mm dia pipe etc all as specified.

S&f in repairs stack clamp made out of 25x4mm Flat iron for 75mm dia pipe etc all as specified.

S&F in repairs 100mm bore cast iron pipe fixed to wall and jointed with cement joints.

All as per item No 83 above but 75mm bore.

S&F in repairs 100 mm bore cast iron bend.

All as per item No 85 above but 75 bore bend.

S&F in repairs 100 mm bore single branch pieces.

All as per item No 87 above but 75mm bore.

JOGRAJ CONSTRUCTION COMPANY